Permits - Permit# 25SP-00074 - 4490 West Arm Road - 10/15/2025PARK
City of Spring Park Repair/Remodel/Alteration
(Residential)
4349 Warren Ave, Spring Park, MN 55384
Phone:(952) 471-9051 Fax: (952) 471-9160
For Inspections: (952) 442-7520
25SP-00074
Date Issued:
10/15/2025
Property Owner: MARK A & SARAH G REINHARDT
Expiration Date:
04/13/2026
Mailing Address: 4490 WEST ARM RD
Job Site Address:
4490 WEST ARM ROAD, SPRING
PARK, MN 55384
SPRING PARK, MN 55384
Category:
Residential Alteration
Phone: (612) 695-7261
Permit Type:
Repair/Remodel/Alteration
(Residential)
Email: sarahgreinhardt@gmail.com
Valuation:
$27,500.00
Description of Work:
New entry over front door, refacing of peek, raise section of deck so it's flush, 5 new helical footings over to the other ?
(rowing)
Subdivision:
Required Setbacks:
Parcel ID: 1811723340067
Filing:
Actual Setbacks:
Lot:
10
Block:
Total Sq Ft:
Contractors:
Fee Items Amount
Primary DESIGN
BUILD PLUS LLC (612) 695-7261
State Surcharge $ 13.75
Building DESIGN
BUILD PLUS LLC (612) 695-7261
Residential Building Permit $ 549.00
Contractor License Look -up $ 5.00
Residential Plan Review $ 356.85
Total Fees: $ 924.60
NOTICE
Signature of Applicant/Date
Building Department Signature/Date
10/15/2025
MUST BE POSTED ON JOB SITE
INSPECTION CARD
City of Spring Park
SPRING PARK
OnLakf%innetonka 4349 Warren Ave, Spring Park, MN 55384
POST THIS CARD IN A SAFE CONSPICUOUS LOCATION. PLEASE DO NOT REMOVE THIS NOTICE UNTIL ALL REQUIRED INSPECTIONS ARE MADE AND SIGNED OFF BY THE APPROPRIATE
AUTHORITY AND THE BUILDING IS APPROVED FOR OCCUPANCY. STAMPED APPROVED PLANS MUST BE AVAILABLE ON THE JOBSITE.
Repair/Remodel/Alte
PERMIT NO.: 25SP-00074 PERMIT TYPE: ration (Residential) ISSUED DATE: 10/15/2025
PROJECT ADDRESS: 4490 WEST ARM ROAD, SPRING PARK, MN 55384
OWNER: MARK A & SARAH G REINHARDT OWNER PHONE: (612) 695-7261
CONTRACTOR: DESIGN BUILD PLUS LLC
CONTRACTOR PHONE: (612) 695-7261
EXPIRATION DATE: 04/13/2026
1811723340
PARCEL NO.: 067
APPLICANT: Design Build Plus - Jeff APPLICANT PHONE: (612) 695-7261
New entry over front door, refacing of peek, raise section of deck so it's flush, 5 new helical footings over to the other ?
DESCRIPTION OF WORK: (rowing)
CONSTRUCTION TYPE:
DATE
INSPECTION INSP PASSED COMMENTS
(Footings (Helical)
Framing
Fire/Draft Stopping
Fire Approval:
PW Approval:
To request an inspection: (952) 442-7520
Date:
Date:
OCCUPANTLOAD:
DATE
INSPECTION INSP PASSED COMMENTS
Framing (Rim joist prior
to ledger installation)
Lath
Building Final
Engineering
Approval:
Other( )
Date:
Date:
Page 1 of 1
CITY OF SPRING PARK
PAGE 1
BUILDING PERMIT
4349 Warren Avenue
25SP-00074
Spring Park, MN 55384
❑ Handout Given
Routed to MNSPECT
Phone: 952-471-9051 Fax: 952-471-9160
❑ Lead Handout Given
`r
10 �V'wt
9,
SITE
ADDRESS: ( W GS�
v �. PID:
1) Was the home constructed before 1978? (YES o, continue with
line 2, NO o continue without completing EPA Section)
2) Will the work disturb >t6 sq ft of interior painted surfaces or >_20 sq
ft of exterior painted surfaces? (YES ❑ go to fine 4, NO c line 3)
3) Are there any windows being replaced? (YES ❑, go to line 4, NO
❑ continue without completing EPA Section)
4) Has this home been Certified Lead Free? (YES o, you MUST Attach Certification Information, NO o complete line 5)
5) EPA Contractor Certification Number. NAT -
(applies to contractor only)
' PROPERTY OWNER:
Address: �� �� D W • 1
.n
City: S ih Ock..- State: VA A/ Zip: s 3 02 4
Email: S tA�
Contact Name:
Phone: 6 M—
CONTRACTOR: ` P
Address: ql
r
Ci : State:" Zip: (
Phone: ^ 6 " Fax:
,�5�
Contractor License No:
Contact Name: rStLF� Phone:
Email: 5tt-r
ARCHITECT:
Address:
City: State: Zip:
Phone: Fax:
• Email:
Contact Name: Phone:
TYPE OF WORK: ❑ New Construction
pi Deck A�Re-Roof
❑ Commercial Residential ❑ Change of Use
❑ Pool pt fZe-Side
PEST. VALUATION OF WORK ❑ Finish Basement
~ Retaining Wall ❑ Fence
$ E t� fl (5O . (0 d m►Remodel
Porch o Shed _
Square feet ❑Addition
Demolition o Window/Door Replacement
❑ Garage-Attached/Detach o Plumbing -provide detail on Page 2 # being replaced
.r
Detailed Description of Work: o Accessory Structure
n Mechanical -provide detail on Page o Misc Other
..� v�1cv S%
4.•. Ll .,.� .1-1r
JY.B GL— \k
too
10•J�t � O Lti
5 17-42vti
Signature of this application by legal property owner or a licensed cantrattor. as the owners representative, Is roquYed and authorizes the 2loning Administrator or des ea end the Building Official
or designee to enter upon the property to perform needed Inspections. Entry may be without pdor notice. I hereby acknowledge that 1 have read thls appllcallon and state that all Information Is true and
correct to the best of my knowledge. I further agree that all work performed will be In accordance with approved plans, specifications and conditions and to ablde by all ordinances of the Munlclpalry
and the laws of the State of Minnesota regarding actions taken pursuant to this permit. I agree
to pay all plan review fees even if I choose not to proceed with the work. Permit expires when work
�r
is not commenced within 180 days from date of permit or if work is suspended, abandoned, or
not inspected for 180 days. Work beyond the scope of this permit, or work without a permit or Inspectlon,
•
Wit be subject to a penalty.
Noise Ordinance In Effect MO DAY - RIDAY Before 7 a.m.
and after 10 p.m. Weekends/Holidays before 7 a.m. and after 8 p.m.
SIGNATURE OF APPLICANT:
DATE:Sec f 2S } �'
PRINTED NAME:
This is the signature of: ig Owner or ❑ Owner's Representative
OCCUR TYPE: CONST. TYPE: CODE:
BLDG SPRINKLED Yes/No
VALUATION: $
Permit Fee: $
WAC Charge: $
Plan Review Fee: $
Sewer & Water Hook -Up: $ _
State Surcharge: $
Sewer& Water Disconnect: $
Site Inspection Fee: $
Water Meter. $
S.E.C. Fee: $
Muni SE/WA Fee: $
Investigation Fee / Other Fee: $
*2016 SAC Escrow: $2485
>-
Co .25 per 8.5 x11 page) $
Other. $
J
z
Irense Check ($5) ead Check ($5) $
TOTAL DUE: $
wSUB
-TOTAL $ qa�.
y
*NOTE: Commercial plans will be submitted to the Mel Council Environmental Svcs
Plumbing Fee (from Page 2) $
for SAC determination. Escrow payment will be required when permit Is issued. If
w
Mechanical Fee from Page 2 $
after Met Council review no SAC is determined, escrow will be refunded in full.
U
ti
Special Conditions/Required Setba ks:
LL
Building Approval By:
DATE: 10 / 14 / 2 0 2 5
Printed Building Approval By: Kevin Kamerud
❑ License Verification ❑ Lead Verification - Checked By:
City Approval By
DATE: Mlleaa5
Paid: aT� 0 Date: 1 Receipt No.mBy:
C060A;
PARK
;1lurncto
Project Name:
Date:
Jurisdiction:
ID:
Applicant Phone:
Jobsite:
Code:
Reviewed:
10/14/2025
City of Spring Park
25SP-00074
(612) 695-7261
4490 WEST ARM ROAD
Approval Status:
Construction Type:
Applicant Name:
Applicant Email:
2020 1309, Minnesota Residential Code
Building
City of Spring Park
4349 Warren Ave
Spring Park, MN 55384
Phone (952) 471-9051
Fax (952) 471-9160
Approved with Comments
Design Build Plus - Jeff
jeff@designbuildplus.com
The plans and specifications, for the project named above, have been reviewed for substantial compliance with the
current Minnesota State Building Code. This review is limited to the submitted scope of work; is based upon the
supposition that the data on which the design is based are correct and that the necessary legal authority has been
obtained to construct the project. Although every attempt has been made to identify code issues or concerns for proper
and necessary change, the project designer(s), the building contractor(s) and the property owner(s) are ultimately
responsible for providing complete code compliance and maintaining minimum construction standards for the
safeguarding of life or limb, health, public welfare and property while constructing this project.
Approval is based on the correction of all noted deficiencies and compliance with all items listed below. Any changes from
these documents and/or additional information shall be submitted to the Department of Building Safety for code
compliance review and approval. Written response of approval must be on site prior to implementation of such changes.
The following information is related to the submitted plans/scope or as general information regarding code compliance.
Compliance with the stated requirements will be verified during the construction process.
All work shall be inspected. It is the responsibility of the contractor/installer to contact the Department of Building Safety,
when ready to schedule an inspection, at (952) 442-7520 during regular business hours.
If you have any questions or concerns regarding this plan review, please contact me via telephone at (952) 442-7520 or
email at codereview@mnspect.com.
Kevin Kamerud
Plans Examiner
(952) 442-7520
kkamerud@safebuilt.com
4490 WEST ARM ROAD
Page 1
.r-
ING PARK
:rlirntctorrha
Plan Specific Items:
Building: Approved with Comments - Kevin Kamerud, kkamerud@safebuilt.com
MN Residential Code:
City of Spring Park
4349 Warren Ave
Spring Park, MN 55384
Phone (952) 471-9051
Fax (952) 471-9160
1. Approved corrosion -resistant flashing shall be applied shingle -fashion in such a manner as to prevent entry of
water into the wall cavity or penetration of water to the building structural framing components. Self -adhered
membranes used as flashing shall comply with AAMA 711. The flashing shall extend to the surface of the exterior
wall finish. Approved corrosion -resistant flashing shall be installed at all the following locations: (MN Rule
1309. R703.4)
i. Continuously above all projecting ledger boards.
ii. Where exterior porches, decks, or stairs attach to a wall or floor assembly of wood -frame construction.
2. Exterior stairways shall be provided with an artificial light source located in the immediate vicinity of the top landing
of the stairway. Exterior stairways providing access to a basement from the outdoor grade level shall be provided
with an artificial light source located at the bottom of the landing or stairway. (MN Rule.1309 303.8)
3. There shall be a landing or floor on each side of each exterior door. The width of each landing shall not be less
than the door served. Every landing shall have a minimum dimension of 36 inches measured in the direction of
travel. Exterior landings shall be permitted to have a slope not to exceed 1/4 unit vertical in 12 units horizontal (2-
percent). (MN Rule 1309.R311.3)
4. Exterior landings, decks, balconies, stairs, and similar facilities shall be positively anchored to the primary structure
to resist both vertical and lateral forces or be designed to be self-supporting. Attachment shall not be accomplished
by use of toenails or nails subject to withdrawal. (MN Rule 1309.R311.5)
5. Stairways shall not be less than 36 inches in clear width at all points above the permitted hand -rail height and
below the required headroom height. Handrails shall not project more than 4.5 inches on either side of the
stairway. (MN Rule 1309.R311.7.1.2)
6. A flight of stairs shall not have a vertical rise larger than 151 inches between floor levels or landings. (MN Rule
1309. R311.7.3)
7. Handrails shall be provided on at least one side of each flight with four or more risers. Handrails to comply with
MRC R311.7.8 for mounting height, continuity, and grip -size. (MN Rule 1309. R311.7.8)
8. Handrail height, measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp
slope, shall be not less than 34 inches and not more than 38 inches. (MN Rule 1309.R311.7.8.1)
9. Handrails adjacent to a wall shall have a space of not less than 1-1/2 inch between the wall and the handrails. (MN
Rule 1309.R311.7.8.3)
10. Handrails for stairways shall be continuous for the full length of the flight, from a point directly above the top riser of
the flight to a point directly above the lowest riser of the flight. Handrail ends shall be returned or shall terminate in
newel posts or safety terminals. (MN Rule 1309.R311.7.8.4)
11. The maximum riser height shall be 7-3/4 inches. The riser shall be measured vertically between leading edges of
the adjacent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by more than
3/8 inch. Open risers are permitted provided that the opening between treads on risers located more than 30"
above the floor do not permit the passage of a 4-inch-diameter sphere. (MN Rule 1309.R311.7.5.1)
12. The minimum tread depth shall be 10 inches. The tread depth shall be measured horizontally between the vertical
planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. The greatest
tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch. (MN Rule
1309. R311.7.5.2)
4490 WEST ARM ROAD Page 2
.4"
ING PARK
City of Spring Park
4349 Warren Ave
Spring Park, MN 55384
Phone (952) 471-9051
Fax (952) 471-9160
13. Guards shall be located along the open sides of floors, stairs, ramps, and landings that are located more than 30
inches measured vertically to the floor or grade below. Insect screening shall not be considered as a guard. (MN
Rule 1309.R312.1.1)
14. Required guards at open -sided walking surfaces, including stairs, porches, balconies, or landings, shall be not less
than 36 inches high measured vertically above the adjacent walking surface, or the line connecting the leading
edges of the treads. (MN Rule 1309. R312.1.2)
i. Exceptions:
a. Guards on the open sides of stairs shall have a height not less than 34 inches measured vertically
from a line connecting the leading edges of the treads.
b. Where the top of the guard also serves as a handrail on the open sides of stairs, the top of the guard
shall not be less than 34 inches and not more than 38 inches measured vertically from a line
connecting the leading edges of the treads.
15. Required guards shall not have openings from the walking surface to the required guard height which allow
passage of a sphere 4 inches in diameter. (MN Rule 1309.R312.1.3)
i. Exceptions:
a. The triangular openings at the open side of stair, formed by the riser, tread and bottom rail of a
guard, shall not allow passage of a sphere 6 inches in diameter.
b. Guards on the open side of stairs shall not have openings which allow passage of a sphere 4-3/8
inches in diameter.
16. Plastic composite exterior guards shall comply with the requirements of Section R507.2.2 and ASTM D7032. (MN
Rule 1309.R507.2.2)
17. The ends of beams shall have not less than 1-1/2 inches of bearing on wood or metal and not less than 3 inches of
bearing on concrete or masonry for the entire width of the beam. Where multiple -span beams bear on intermediate
posts, each ply must have full bearing on the post in accordance with Figures R507.5.1(1) and R507.5.1(2). (MN
Rule 1309.R507.5.1)
18. Deck beams shall be attached to supports in a manner capable of transferring vertical loads and resisting
horizontal displacement. Deck beam connections to wood posts shall be in accordance with Figures R507.5.1(1)
and R507.5.1(2). Manufactured post -to -beam connectors shall be sized for the post and beam sizes. Bolts shall
have washers under the head and nut. (MN Rule 1309. R507.5.2)
19. The ends of joists shall have not less than 1-1/2 inches of bearing on wood or metal and not less than 3 inches of
bearing on concrete or masonry over its entire width. Joists bearing on top of a multiple -ply beam or ledger shall be
fastened in accordance with Table R602.3(1). Joists bearing on top of a single -ply beam or ledger shall be
attached by a mechanical connector. Joist framing into the side of a beam or ledger board shall be supported by
approved joist hangers. (MN rule 1309.R507.6.1)
20. Joist ends and bearing locations shall be provided with lateral resistance to prevent rotation. Where lateral restraint
is provided by joist hangers or blocking between joists, their depth shall equal not less than 60 percent of the joist
depth. Where lateral restraint is provided by rim joists, they shall be secured to the end of each joist with at least
three 10d (3-inch by 0.128-inch) nails or three No. 10 x 3-inch long wood screws. (MN Rule 1309.R507.6.2)
21. Deck ledgers shall be a minimum 2-inch by 8-inch nominal, pressure -preservative -treated Southern pine, incised
pressure -preservative -treated hem -fir, or approved, naturally durable, # 2 grade or better lumber. Deck ledgers
shall not support concentrated loads from beams or girders. Deck ledgers shall not be supported on stone or
masonry veneer. (MN Rule 1309.R507.9.1.1)
22. Band joists supporting a ledger shall be a minimum 2-inch-nominal, solid -sawn, spruce -pine -fir or better lumber or
a minimum 1-inch by 9-1/2-inch (25 mm " 241 mm) dimensional, Douglas fir or better, laminated veneer lumber.
4490 WEST ARM ROAD Page 3
City of Spring Park
4349 Warren Ave
Spring Park, MN 55384
Phone (952) 471-9051
Fax (952) 471-9160
Band joists shall bear fully on the primary structure capable of supporting all required loads. (MN Rule
1309.507.9.1.2)
23. Fasteners used in deck ledger connections in accordance with Table R507.9.1.3(1) shall be hot -dipped galvanized
or stainless steel and shall be installed in accordance with Table R507.9.1.3(2) and Figures R507.9.1.3(1) and
R507.9.1.3(2). (MN Rule 1309.R507.9.1.3)
24. Alternate framing configurations supporting a ledger constructed to meet the load requirements of Section R301.5
shall be permitted. (MN Rule 1309.R507.9.1.4)
25. Lateral loads shall be transferred to the ground or to a structure capable of transmitting them to the ground. Where
the lateral load connection is provided in accordance with Figure R507.9.2(1), hold-down tension devices shall be
installed in not less than two locations per deck, within 24 inches of each end of the deck. Each device shall have
an allowable stress design capacity of not less than 1,500 pounds. Where the lateral load connections are
provided in accordance with Figure R507.9.2(2), the hold-down tension devices shall be installed in not less than
four locations per deck, and each device shall have an allowable stress design capacity of not less than 750
pounds. (MN rule 1309.R507.9.2)
26. Buildings shall be provided with approved address identification. The address identification shall be legible
and placed in a position visible from the street or road fronting the property. These numbers shall contrast with
their background. Address numbers shall be Arabic numbers or alphabetical letters. Numbers shall not be spelled
out. Numbers shall be a minimum of 4 inches high with a minimum stroke width of 1/2 inch. Where required by
the fire code official, address identification shall be provided in additional approved locations to facilitate
emergency response. Where access is by means of a private road and the building address cannot be viewed
from the public way, a monument, pole, or other sign or means shall be used to identify the structure. Address
identification shall be maintained. (MN Rule 1309.R319.1)
MN Special Provisions:
1. Minimum footing depth in zone I is 42 inches. (MN Rule 1303.1600 Subpart 1)
4490 WEST ARM ROAD Page 4
®
DQ
Z F U p �`
yy
Z
Nu I
Q fs
1 Ili
,
� ��I
!Ili
I
{
I¢
bBESS NW'Natld `-)Nlad$
avo2i way 5aM OBbb
-LG8VHN3a HVHVS )g muvV
,,
f
I
i
y
^(
0 111
y
d
i�
1
E
'JNIl3OOW32J aOla3lJCj AalN3
w
u
z oz
Wp
A <
W-W>
(n o
wz
tit {�
�o
O `.6
I�IM ) O
a
xw �{
z 93-
x�
OEM
f.
. 'a�9gf33:� {( $"A�)��8 g ��g8; ., •E� $ !4 5EJ
�N �§ c B �� I. ,
i i s s a io �
gel 9s- "e-1;g,
i f j
oj� i 3
Ea 9 ma i Y �1 tit � 8
ofill
ME
E 5
Yaa ,
Ea��a
MEE
Hit
E8�8
®�
w , �k
° � s
mU
l��! 1i
i�i!• i1t!ji!!� '
1
iI
Y
b9ESS N W 'Navd oN1adS
w way �3M 08o= b
l4atlHN3 a Hv8vsQNatW
fit
i
D
8
9�s
`)Nr13(30W3a-1831X3 V AaN3
.uv
e
P',
P
IR(@�
U)
t
. f0
2 O
204
J �
.r 1 if
C0
m
L N
m
L � .
LLI
o
I
uj
0
k
N
�
Y\
Y
s
Io
7
J
J
So
O
d�
�l
C^
W
N Y
O U
U T
C t
O
L C
O N
cz
b O
C �
r
Qi
O O
IK
—�
B7
p 0 0 3 ca N O
1pU
10-0 X
C U N U
CO
CO ~ U
y
C a)N Q1ca Y
U
YU
Q C
� N a] L
C O¢ 2 40 N
ca CL cm
— a
L pU .
M
N
ca
ui cc
to (4 0) ccu
V
E S via .—
ca E
-0
-0 O O [n N � CDC C
+� C O cm O
co C-7-0- x
Qi' N
tq O (q 0 U
N . m ` �' cll
o Y o o Y
cu
Q� O C O
x cm I Q) m �=
0 CL Octs
_
O
a
m E
L In Co
_
C O
CD L Y
'a) E d
y=+
O m
f
Qlk I I � I i/ -�J
CD
7— c)
CD
VSESS NV4')48Vd D a a
CIVO�j Wl:1V J-S3AA
ICIHVHNIE�J HVHVS)R N"',
0.
w L)
0
-121GOV43Z� 8M�JXE 19 A ON1
111"i .1 i i�lll I I
0
z
w
m
z
0
0
z
w
a
ro�
0�
0
w
w
! 3y
1
tIBESS NN ""'vd E) i£;',
cavowVmv 1521M OBtltl IRE ,
�jVSkli
—LMJVHN13H HV )R N�:fvw iag
skv
ONMCION38 UOIH3UX3 IR AUIN
1�
;m
0
I 7�J
uj
3ti
el
f
OR
A
R
6
V
Jamie Hoffman
From: payment3=thepaymentgroup.com@mg.thepaymentgroup.com on behalf of payment3
@thepaymentgroup.com
Sent: Wednesday, October 15, 2025 11:48 AM
To: Jamie Hoffman
Cc: payment@thepaymentgroup.com
Subject: JEFF HARRISON Permit Payment to Spring Park, MN - Permits & Licenses from TPG
Dear Spring Park, MN - Permits & Licenses,
JEFF HARRISON has made a web Payment through The Payment Grou foPayment Information
r:
Date Paid: Wednesday, 15 October 2025 11:48:01 CT
Confirmation: OSU3HA
Credit Card Number (last 4
1006
digits):
Credit Card Type: American Express
JEFF HARRISON DESIGN BUILD PLUS 4490 WEST ARM RD BC808495 $924.50
SPRING PARK 55384
JEFF HARRISON can be reached at: 612-695-7261 orjeff@designbuildplus.com if there are any
questions regarding this payment.
Click here to login to your The Payment Group admin account
Thank you once again for choosing The Payment Group!
1
RECEIPT
City of Spring Park
4349 Warren Ave, Spring Park, MN 55384
(952) 471-9051
SPRING PARK
25SP-00074 I Repair/Remodel/Alteration (Residential) On Lake 91,tinnetonka
Receipt Number: 493
Payment Amount: $924.60 October 15, 2025
Transaction Method Payer Cashier Reference Number
Credit Card Design Build Plus Jamie Hoffman OSU3HA
Comments
Assessed Fee Items
Fee items being paid by this payment
Assessed
On
Fee Item
Account Code Assessed Amount Paid
Balance Due
10/03/25
Contractor License Look -up
$5.00 $5.00
$0.00
10/03/25
State Surcharge
$13.75 $13.75
$0.00
10/03/25
Residential Plan Review
$356.85 $356.85
$0.00
10/03/25
Residential Building Permit
$549.00 $549.00
$0.00
Totals: $924.60 $924.60
Previous Payments
$0.00
Remaining Balance Due
$0.00
Application Info
Property Address Property Owner Property Owner Address Valuation
4490 WEST ARM ROAD MARK A & SARAH G 4490 WEST ARM RD $27,500.00
SPRING PARK, MN 55384 REINHARDT SPRING PARK, MN 55384
Description of Work
New entry over front door, refacing of peek, raise section of deck so it's flush, 5 new helical footings over to the other ? (rowing)